{"id":"W4316096425","doi":"10.1016/j.soildyn.2023.107769","title":"Investigation of drying and wetting effects on response of highly densified tailings to cyclic loadings: Shaking table test results","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Wetting; Earthquake shaking table; Pore water pressure; Liquefaction; Geotechnical engineering; Tailings; Capillary pressure; Water table; Geology; Materials science; Composite material; Porous medium; Porosity; Metallurgy; Groundwater","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006144893,0.0001870424,0.000252323,0.0004195305,0.00006176176,0.00004828089,0.00007476662,0.00007317243,3.583872e-7],"category_scores_gemma":[0.0008652402,0.0002012972,0.00002860454,0.0005334342,0.00002302774,0.0001214062,0.00007028031,0.0001410334,0.000002890802],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002684713,"about_ca_system_score_gemma":0.000008165277,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000297313,"about_ca_topic_score_gemma":0.00001824045,"domain_scores_codex":[0.999007,0.00001517899,0.0003376011,0.000213583,0.0001488792,0.0002777999],"domain_scores_gemma":[0.9990255,0.0006225221,0.00006343278,0.0001511424,0.00003643165,0.00010097],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001509279,0.000003746331,0.006011539,0.001627145,0.00005938598,0.00001103911,0.002410444,0.5668845,0.4082817,0.0004885027,0.0000460965,0.01402502],"study_design_scores_gemma":[0.0004463134,0.0001616542,0.05298888,0.0009547161,0.0000217895,0.00000157415,0.0001865499,0.8657556,0.07909343,0.00004097853,0.00008755702,0.0002609511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986026,0.0001246183,0.0004176247,0.0001180853,0.0001513063,0.0001732756,0.00001542901,0.0002911233,0.0001058796],"genre_scores_gemma":[0.999056,0.00006982146,0.0006436057,0.00001809636,0.00003742234,0.000009856036,0.00001457227,0.00004616696,0.0001044326],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3291882,"threshold_uncertainty_score":0.8208662,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007468733707174548,"score_gpt":0.1788330857918049,"score_spread":0.1713643520846304,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}